| 高轴压碳化混凝土框架柱抗震试验研究 |
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| 引用本文： | 肖建庄,李杰,同济大学,中国上海.高轴压碳化混凝土框架柱抗震试验研究[J].地震工程与工程振动,1999,19(3):49-53. |
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| 作者姓名： | 肖建庄 李杰 同济大学 中国上海 |
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| 作者单位： | 同济大学 |
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| 摘 要： | 分别采用新浇混凝土试件和经碳化处理过的混凝土试件，对高轴压下的耐烦化和未碳化混凝土框架柱进行了低周反复荷载作用下的对比试验。通过试验研究，对碳化钢筋混凝土框架的抗震性能进行了分析。
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| 关 键 词： | 碳化混凝土 框架柱 延性 抗震 试验研究 |
| 文章编号： | 1000-1301(1999)03-0049-05 |
Experimental study of anti-seismic behavior of carbonized concrete frame columns with high axial compressive stress |
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| XIAO Jin zhuang,LI Jie.Experimental study of anti-seismic behavior of carbonized concrete frame columns with high axial compressive stress[J].Earthquake Engineering and Engineering Vibration,1999,19(3):49-53. |
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| Authors: | XIAO Jin zhuang LI Jie |
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| Institution: | Tongji University |
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| Abstract: | Based on the contrast tests of uncarbonized concrete models and carbonized concrete models under low cyclic loading, the fundamental principle of earthquake resistance behavior of carbonized concrete frame columns with high axial compressive stress is discussed |
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| Keywords: | Carbonized concretet Frame column Ductility |
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